硬橡胶热膨胀法模拟岩石孔隙锁紧应力的理论分析

Lu Dong, Han-sheng Geng, Hongfa Xu, Yinhao Yang
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引用次数: 0

摘要

岩石是由矿物颗粒和矿物之间的微孔组成的,对岩石的力学性能有很大的影响。本文以陈宗基院士提出的锁紧应力理论为基础,利用硬质橡胶颗粒的热膨胀模拟地下岩石的锁紧应力问题。假定岩石孔隙包裹体为均匀分布的球形空腔。利用热应力理论,将含球形孔隙包裹体的岩石应力与含球形硬质橡胶包裹体产生的热应力等效。推导了球形硬质橡胶夹杂物的温升和等效孔隙压力的弹性理论公式。对含球形硬橡胶夹杂岩体模型进行了数值模拟,并与理论计算结果进行了对比;结果表明,两者是一致的。本文提出的用热应力模拟岩石应力分布的方法是合理可行的;这对进一步研究含微孔包裹体岩石的力学现象具有积极意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Theoretical Analysis of Simulating the Locked-In Stress in Rock Pore by Thermal Expansion of Hard Rubber
Rocks are composed of mineral particles and micropores between mineral which has a great influence on the mechanical properties of rocks. In this paper, based on the theory of locked-in stress developed by academician Chen Zongji, the locked-in stress problem in underground rock is simulated by the thermal expansion of hard rubber particles. The pore inclusion in rock is assumed to be uniformly distributed spherical cavities. Using the thermal stress theory, the stress of rock with a spherical pore inclusion is equivalent to the thermal stress generated by the spherical hard rubber inclusion. The elastic theory formula of the temperature increment and the equivalent pore pressure of the spherical hard rubber inclusion is derived. The numerical simulation of the rock mass model with a spherical hard rubber inclusion is carried out and compared to the theoretical calculation results; the results show that they are consistent. The method proposed by this paper for simulating stress distribution in rock by thermal stress is reasonable and feasible; it has a positive meaning for further study of mechanic phenomenon of rock with micropore inclusion.
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